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HomeMy WebLinkAboutObservation of ExcavationGeneral Information Activity Number:1 Activity Date:09/05/2023 Site Observations Contractors Equipment:Walk­behind vibratory sheepsfoot roller Construction Observation and Communication: We visited the site today to perform compaction testing on the footing structural fill. The material we tested was compacted using a walk­behind vibratory sheepsfoot roller. Our test results are provided in our compaction report dated 9/5/23. Technician:Sam Emerson Reviewed By:Steven L. Pawlak P.E. Construction Observation Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970­945­7988 Client: Uriel Mellin 144 Cliffrose Way Glenwood Springs, CO 81611 Project: 23­7­414.A Lot 43, Pinyon Mesa 84 Cliff Rose Way Glenwood Springs, CO 81601 The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc.Page 1 of 2Page 1 of 1 General Information Activity Number:2 Activity Date:09/06/2023 Site Observations Contractors Equipment:Walk­behind vibratory sheepsfoot roller Construction Observation and Communication: We visited the site today to perform compaction testing on the footing structural fill. The material we tested was compacted using a walk­behind vibratory sheepsfoot roller. Our test results are provided in our compaction report dates 9/6/23. Technician:Sam Emerson Reviewed By:Steven L. Pawlak P.E. Construction Observation Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970­945­7988 Client: Uriel Mellin 144 Cliffrose Way Glenwood Springs, CO 81611 Project: 23­7­414.A Lot 43, Pinyon Mesa 84 Cliff Rose Way Glenwood Springs, CO 81601 The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc.Page 1 of 2Page 1 of 1 General Information Activity Number:3 Activity Date:09/07/2023 Site Observations Contractors Equipment:Walk­behind vibratory sheepsfoot roller Construction Observation and Communication: We visited the site today to perform compaction testing on the footing structural fill. The material we tested was compacted using a walk­behind vibratory sheepsfoot roller. Our test results are provided in our compaction report dated 9/7/23. Technician:Sam Emerson Reviewed By:Steven L. Pawlak P.E. Construction Observation Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970­945­7988 Client: Uriel Mellin 144 Cliffrose Way Glenwood Springs, CO 81611 Project: 23­7­414.A Lot 43, Pinyon Mesa 84 Cliff Rose Way Glenwood Springs, CO 81601 The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc.Page 1 of 2Page 1 of 1 General Information Activity Number:4 Activity Date:09/11/2023 Site Observations Contractors Equipment:Walk­behind vibratory sheepsfoot roller Construction Observation and Communication: We visited the site today to perform compaction testing on the footing structural fill. The material we tested was compacted using a walk­behind vibratory sheepsfoot roller. Our test results are provided in our compaction report dated 9/11/23. Technician:Sam Emerson Reviewed By:Steven L. Pawlak P.E. Construction Observation Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970­945­7988 Client: Uriel Mellin 144 Cliffrose Way Glenwood Springs, CO 81611 Project: 23­7­414.A Lot 43, Pinyon Mesa 84 Cliff Rose Way Glenwood Springs, CO 81601 The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc.Page 1 of 2Page 1 of 1 General Information Activity Number:5 Activity Date:09/12/2023 Site Observations Contractors Equipment:Walk­behind vibratory sheepsfoot roller Construction Observation and Communication: We visited the site today to perform compaction testing on the footing and interior column pad structural fill. The material we tested was compacted using a walk­behind vibratory sheepsfoot roller. Our test results are provided in our compaction report dated 9/12/23. Technician:Sam Emerson Reviewed By:Steven L. Pawlak P.E. Construction Observation Glenwood Springs 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970­945­7988 Client: Uriel Mellin 144 Cliffrose Way Glenwood Springs, CO 81611 Project: 23­7­414.A Lot 43, Pinyon Mesa 84 Cliff Rose Way Glenwood Springs, CO 81601 The testing report shall not be reproduced, except in full, without the written approval of Kumar and Associates, Inc.Page 1 of 2Page 1 of 1 Test Results Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pcf) In Place Moisture (%) In Place Dry Density (pcf) In Place Wet Density (pcf) Probe Depth (in) Percent Compaction Min Comp. (%) Optimum Moisture Tolerance (%)Remark 7 09/01/23 262-23 C (D698)SP-SM 7.7 134.2 4.6 124.0 129.7 6 92 98 -2 / 2 DF/MF 8 09/01/23 262-23 C (D698)SP-SM 7.7 134.2 6.9 134.0 143.2 6 100 98 -2 / 2 DP/MP 9 09/01/23 262-23 C (D698)SP-SM 7.7 134.2 7.5 130.0 139.8 6 97 98 -2 / 2 DF/MP 10 09/01/23 262-23 C (D698)SP-SM 7.7 134.2 4.5 125.0 130.6 6 93 98 -2 / 2 DF/MF 11 09/01/23 262-23 C (D698)SP-SM 7.7 134.2 3.6 127.3 131.9 6 95 98 -2 / 2 DF/MF 12 7 09/01/23 262-23 C (D698)SP-SM 7.7 134.2 9.0 132.7 144.6 6 99 98 -2 / 2 DP/MP Test Information Test #Test Location Elevation Reference Gauge Make / Model / SN / Calibrated Field Technician 7 Structural Fill: Footing Backfill: Footing on west side of site 2 feet below subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 8 Structural Fill: Footing Backfill: Footing on south side of site 2 feet below subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 9 Structural Fill: Footing Backfill: Footing in southeast corner of site 2 feet below subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 10 Structural Fill: Footing Backfill: Center of footing on east side of site 2 feet below subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 11 Structural Fill: Footing Backfill: Center of site 2 feet below subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 12 Structural Fill: Footing Backfill: Footing on west side of site 2 feet below subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson Remarks DF/MF: Density Fail / Moisture Fail DP/MP: Density Pass / Moisture Pass DF/MP: Density Fail / Moisture Pass Comments Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscatter". Gauge calibration data on file with the testing agency. This report presents opinions formed as a result of our observations of soil compaction. We have relied on the contractor to continue applying the recommended compactive effort and moisture to the fill during times when our observer is not observing operations. Tests are made of the soils only as believed necessary to calibrate our observer¶s judgement. Test data are not sole basis for opinions on whether the soils meets specifications. These test results only apply to the samples which were tested. The testing report shall not only be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Nuclear gauge density testing performed in accordance with ASTM D6938. Page 1 of 1 Soil Compaction Report Test Method: ASTM D 6938 Client: Uriel Mellin Glenwood Springs, CO 81611 144 Cliffrose Way Project: Lot 43, Pinyon Mesa 23-7-414.A Glenwood Springs, CO 81601 84 Cliff Rose Way 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Glenwood Springs Test Results Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pcf) In Place Moisture (%) In Place Dry Density (pcf) In Place Wet Density (pcf) Probe Depth (in) Percent Compaction Min Comp. (%) Optimum Moisture Tolerance (%)Remark 13 09/05/23 262-23 C (D698)SP-SM 7.7 134.2 6.3 129.2 137.3 6 96 98 -2 / 2 DF/MP 14 09/05/23 262-23 C (D698)SP-SM 7.7 134.2 4.7 135.6 142.0 6 101 98 -2 / 2 DP/MF 15 09/05/23 262-23 C (D698)SP-SM 7.7 134.2 5.7 131.1 138.6 6 98 98 -2 / 2 DP/MP 16 09/05/23 262-23 C (D698)SP-SM 7.7 134.2 6.2 127.1 135.0 6 95 98 -2 / 2 DF/MP 17 16 09/05/23 262-23 C (D698)SP-SM 7.7 134.2 5.0 134.9 141.6 6 101 98 -2 / 2 DP/MF 18 09/05/23 262-23 C (D698)SP-SM 7.7 134.2 4.3 126.6 132.0 6 94 98 -2 / 2 DF/MF 19 09/05/23 262-23 C (D698)SP-SM 7.7 134.2 6.8 126.5 135.1 6 94 98 -2 / 2 DF/MP 20 09/05/23 262-23 C (D698)SP-SM 7.7 134.2 9.4 127.4 139.4 6 95 98 -2 / 2 DF/MP Test Information Test #Test Location Elevation Reference Gauge Make / Model / SN / Calibrated Field Technician 13 Structural Fill: Footing Backfill: Footing in center of site Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 14 Structural Fill: Footing Backfill: Footing on east side of site Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 15 Structural Fill: Footing Backfill: Footing on west side of site Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 16 Structural Fill: Footing Backfill: Footing on south side of site Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 17 Structural Fill: Footing Backfill: Footing on south side of site Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 18 Structural Fill: Footing Backfill: Footing on south corner of site Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 19 Structural Fill: Footing Backfill: Footing on southeast corner of site Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 20 Structural Fill: Footing Backfill: Footing on east side of site ¶below subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson Remarks DF/MP: Density Fail / Moisture Pass DP/MF: Density Pass / Moisture Fail DP/MP: Density Pass / Moisture Pass DF/MF: Density Fail / Moisture Fail Comments Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscatter". Gauge calibration data on file with the testing agency. This report presents opinions formed as a result of our observations of soil compaction. We have relied on the contractor to continue applying the recommended compactive effort and moisture to the fill during times when our observer is not observing operations. Tests are made of the soils only as believed necessary to calibrate our observer¶s judgement. Test data are not sole basis for opinions on whether the soils meets specifications. These test results only apply to the samples which were tested. The testing report shall not only be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Nuclear gauge density testing performed in accordance with ASTM D6938. Page 1 of 2 Soil Compaction Report Test Method: ASTM D 6938 Client: Uriel Mellin Glenwood Springs, CO 81611 144 Cliffrose Way Project: Lot 43, Pinyon Mesa 23-7-414.A Glenwood Springs, CO 81601 84 Cliff Rose Way 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Glenwood Springs Test Results Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pcf) In Place Moisture (%) In Place Dry Density (pcf) In Place Wet Density (pcf) Probe Depth (in) Percent Compaction Min Comp. (%) Optimum Moisture Tolerance (%)Remark 21 13 09/05/23 262-23 C (D698)SP-SM 7.7 134.2 7.0 132.1 141.3 6 98 98 -2 / 2 DP/MP Test Information Test #Test Location Elevation Reference Gauge Make / Model / SN / Calibrated Field Technician 21 Structural Fill: Footing Backfill: Footing in center of site Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson Remarks DP/MP: Density Pass / Moisture Pass Comments Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscatter". Gauge calibration data on file with the testing agency. This report presents opinions formed as a result of our observations of soil compaction. We have relied on the contractor to continue applying the recommended compactive effort and moisture to the fill during times when our observer is not observing operations. Tests are made of the soils only as believed necessary to calibrate our observer¶s judgement. Test data are not sole basis for opinions on whether the soils meets specifications. These test results only apply to the samples which were tested. The testing report shall not only be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Nuclear gauge density testing performed in accordance with ASTM D6938. Page 2 of 2 Soil Compaction Report Test Method: ASTM D 6938 Client: Uriel Mellin Glenwood Springs, CO 81611 144 Cliffrose Way Project: Lot 43, Pinyon Mesa 23-7-414.A Glenwood Springs, CO 81601 84 Cliff Rose Way 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Glenwood Springs Test Results Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pcf) In Place Moisture (%) In Place Dry Density (pcf) In Place Wet Density (pcf) Probe Depth (in) Percent Compaction Min Comp. (%) Optimum Moisture Tolerance (%)Remark 22 09/06/23 262-23 C (D698)SP-SM 7.7 134.2 5.9 124.0 131.3 6 92 98 -2 / 2 DF/MP 23 09/06/23 262-23 C (D698)SP-SM 7.7 134.2 7.7 123.8 133.3 6 92 98 -2 / 2 DF/MP 24 09/06/23 262-23 C (D698)SP-SM 7.7 134.2 10.6 122.6 135.6 6 91 98 -2 / 2 DF/MF 25 09/06/23 262-23 C (D698)SP-SM 7.7 134.2 7.7 124.6 134.2 6 93 98 -2 / 2 DF/MP 26 25 09/06/23 262-23 C (D698)SP-SM 7.7 134.2 5.9 133.0 140.8 6 99 98 -2 / 2 DP/MP 27 09/06/23 262-23 C (D698)SP-SM 7.7 134.2 4.9 129.0 135.3 6 96 98 -2 / 2 DF/MF 28 09/06/23 262-23 C (D698)SP-SM 7.7 134.2 8.3 128.5 139.2 6 96 98 -2 / 2 DF/MP 29 09/06/23 262-23 C (D698)SP-SM 7.7 134.2 5.9 130.9 138.6 6 98 98 -2 / 2 DP/MP Test Information Test #Test Location Elevation Reference Gauge Make / Model / SN / Calibrated Field Technician 22 Structural Fill: Footing Backfill: Southeast corner Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 23 Structural Fill: Footing Backfill: Footing on east side Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 24 Structural Fill: Footing Backfill: Footing in center of site ¶below subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 25 Structural Fill: Footing Backfill: Footing on east side of site Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 26 Structural Fill: Footing Backfill: Footing on east side of site Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 27 Structural Fill: Footing Backfill: Southeast corner of site Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 28 Structural Fill: Footing Backfill: Footing in center of site ¶below subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 29 Structural Fill: Footing Backfill: Footing on west side of site Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson Remarks DF/MP: Density Fail / Moisture Pass DF/MF: Density Fail / Moisture Fail DP/MP: Density Pass / Moisture Pass Comments Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscatter". Gauge calibration data on file with the testing agency. This report presents opinions formed as a result of our observations of soil compaction. We have relied on the contractor to continue applying the recommended compactive effort and moisture to the fill during times when our observer is not observing operations. Tests are made of the soils only as believed necessary to calibrate our observer¶s judgement. Test data are not sole basis for opinions on whether the soils meets specifications. These test results only apply to the samples which were tested. The testing report shall not only be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Nuclear gauge density testing performed in accordance with ASTM D6938. Page 1 of 1 Soil Compaction Report Test Method: ASTM D 6938 Client: Uriel Mellin Glenwood Springs, CO 81611 144 Cliffrose Way Project: Lot 43, Pinyon Mesa 23-7-414.A Glenwood Springs, CO 81601 84 Cliff Rose Way 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Glenwood Springs Test Results Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pcf) In Place Moisture (%) In Place Dry Density (pcf) In Place Wet Density (pcf) Probe Depth (in) Percent Compaction Min Comp. (%) Optimum Moisture Tolerance (%)Remark 30 09/07/23 262-23 C (D698)SP-SM 7.7 134.2 8.1 128.7 139.1 6 96 98 -2 / 2 DF/MP 31 09/07/23 262-23 C (D698)SP-SM 7.7 134.2 7.5 132.3 142.2 6 99 98 -2 / 2 DP/MP 32 09/07/23 262-23 C (D698)SP-SM 7.7 134.2 9.2 130.7 142.7 6 97 98 -2 / 2 DF/MP 33 09/07/23 262-23 C (D698)SP-SM 7.7 134.2 7.9 129.8 140.1 6 97 98 -2 / 2 DF/MP Test Information Test #Test Location Elevation Reference Gauge Make / Model / SN / Calibrated Field Technician 30 Structural Fill: North pad for crawl space Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 31 Structural Fill: Center pad for crawl space Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 32 Structural Fill: South pad for crawl space Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 33 Structural Fill: Far south pad for crawl space Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson Remarks DF/MP: Density Fail / Moisture Pass DP/MP: Density Pass / Moisture Pass Comments Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscatter". Gauge calibration data on file with the testing agency. This report presents opinions formed as a result of our observations of soil compaction. We have relied on the contractor to continue applying the recommended compactive effort and moisture to the fill during times when our observer is not observing operations. Tests are made of the soils only as believed necessary to calibrate our observer¶s judgement. Test data are not sole basis for opinions on whether the soils meets specifications. These test results only apply to the samples which were tested. The testing report shall not only be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Nuclear gauge density testing performed in accordance with ASTM D6938. Page 1 of 1 Soil Compaction Report Test Method: ASTM D 6938 Client: Uriel Mellin Glenwood Springs, CO 81611 144 Cliffrose Way Project: Lot 43, Pinyon Mesa 23-7-414.A Glenwood Springs, CO 81601 84 Cliff Rose Way 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Glenwood Springs Test Results Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pcf) In Place Moisture (%) In Place Dry Density (pcf) In Place Wet Density (pcf) Probe Depth (in) Percent Compaction Min Comp. (%) Optimum Moisture Tolerance (%)Remark 34 09/11/23 262-23 C (D698)SP-SM 7.7 134.2 5.7 133.7 141.3 6 100 98 -2 / 2 DP/MP 35 09/11/23 262-23 C (D698)SP-SM 7.7 134.2 7.2 133.8 143.4 6 100 98 -2 / 2 DP/MP 36 09/11/23 262-23 C (D698)SP-SM 7.7 134.2 4.6 137.7 144.0 6 103 98 -2 / 2 DP/MF 37 09/11/23 262-23 C (D698)SP-SM 7.7 134.2 5.3 133.6 140.7 6 100 98 -2 / 2 DP/MF 38 09/11/23 262-23 C (D698)SP-SM 7.7 134.2 8.0 133.0 143.6 6 99 98 -2 / 2 DP/MP 39 09/11/23 262-23 C (D698)SP-SM 7.7 134.2 7.1 132.1 141.5 6 98 98 -2 / 2 DP/MP 40 09/11/23 262-23 C (D698)SP-SM 7.7 134.2 7.7 133.1 143.4 6 99 98 -2 / 2 DP/MP 41 09/11/23 262-23 C (D698)SP-SM 7.7 134.2 7.9 132.9 143.4 6 99 98 -2 / 2 DP/MP Test Information Test #Test Location Elevation Reference Gauge Make / Model / SN / Calibrated Field Technician 34 Structural Fill: Center footing ¶below subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 35 Structural Fill: North pad for crawl space Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 36 Structural Fill: Center pad for crawl space ¶below subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 37 Structural Fill: South pad for crawl space ¶below subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 38 Structural Fill: Footing Backfill: Center footing ¶below subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 39 Structural Fill: Footing Backfill: North pad for crawl space Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 40 Structural Fill: Footing Backfill: Center pad for crawl space ¶below subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 41 Structural Fill: Footing Backfill: South pad for crawl space ¶below subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson Remarks DP/MP: Density Pass / Moisture Pass DP/MF: Density Pass / Moisture Fail Comments Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscatter". Gauge calibration data on file with the testing agency. This report presents opinions formed as a result of our observations of soil compaction. We have relied on the contractor to continue applying the recommended compactive effort and moisture to the fill during times when our observer is not observing operations. Tests are made of the soils only as believed necessary to calibrate our observer¶s judgement. Test data are not sole basis for opinions on whether the soils meets specifications. These test results only apply to the samples which were tested. The testing report shall not only be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Nuclear gauge density testing performed in accordance with ASTM D6938. Page 1 of 1 Soil Compaction Report Test Method: ASTM D 6938 Client: Uriel Mellin Glenwood Springs, CO 81611 144 Cliffrose Way Project: Lot 43, Pinyon Mesa 23-7-414.A Glenwood Springs, CO 81601 84 Cliff Rose Way 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Glenwood Springs Test Results Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pcf) In Place Moisture (%) In Place Dry Density (pcf) In Place Wet Density (pcf) Probe Depth (in) Percent Compaction Min Comp. (%) Optimum Moisture Tolerance (%)Remark 42 09/12/23 262-23 C (D698)SP-SM 7.7 134.2 6.5 131.4 139.9 6 98 98 -2 / 2 DP/MP 43 09/12/23 262-23 C (D698)SP-SM 7.7 134.2 6.5 131.4 139.9 6 98 98 -2 / 2 DP/MP 44 09/12/23 262-23 C (D698)SP-SM 7.7 134.2 5.9 136.7 144.8 6 102 98 -2 / 2 DP/MP 45 09/12/23 262-23 C (D698)SP-SM 7.7 134.2 6.2 132.7 140.9 6 99 98 -2 / 2 DP/MP 46 09/12/23 262-23 C (D698)SP-SM 7.7 134.2 7.1 134.5 144.0 6 100 98 -2 / 2 DP/MP 47 09/12/23 262-23 C (D698)SP-SM 7.7 134.2 6.2 134.3 142.6 6 100 98 -2 / 2 DP/MP Test Information Test #Test Location Elevation Reference Gauge Make / Model / SN / Calibrated Field Technician 42 Structural Fill: Footing Backfill: Center footing Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 43 Structural Fill: Footing Backfill: East side of site a¶north of the ¶step down Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 44 Structural Fill: Footing Backfill: Footing on west side of site Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 45 Structural Fill: Footing Backfill: South column pad Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 46 Structural Fill: Footing Backfill: a¶from the southwest corner of the site Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson 47 Structural Fill: Footing Backfill: Center column pad Subgrade Troxler / 3440 / 23818 / 04/03/2023 Sam Emerson Remarks DP/MP: Density Pass / Moisture Pass Comments Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscatter". Gauge calibration data on file with the testing agency. This report presents opinions formed as a result of our observations of soil compaction. We have relied on the contractor to continue applying the recommended compactive effort and moisture to the fill during times when our observer is not observing operations. Tests are made of the soils only as believed necessary to calibrate our observer¶s judgement. Test data are not sole basis for opinions on whether the soils meets specifications. These test results only apply to the samples which were tested. The testing report shall not only be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Nuclear gauge density testing performed in accordance with ASTM D6938. Page 1 of 1 Soil Compaction Report Test Method: ASTM D 6938 Client: Uriel Mellin Glenwood Springs, CO 81611 144 Cliffrose Way Project: Lot 43, Pinyon Mesa 23-7-414.A Glenwood Springs, CO 81601 84 Cliff Rose Way 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Glenwood Springs